Sélection de la langue

Search

Sommaire du brevet 1314126 

Énoncé de désistement de responsabilité concernant l'information provenant de tiers

Une partie des informations de ce site Web a été fournie par des sources externes. Le gouvernement du Canada n'assume aucune responsabilité concernant la précision, l'actualité ou la fiabilité des informations fournies par les sources externes. Les utilisateurs qui désirent employer cette information devraient consulter directement la source des informations. Le contenu fourni par les sources externes n'est pas assujetti aux exigences sur les langues officielles, la protection des renseignements personnels et l'accessibilité.

Disponibilité de l'Abrégé et des Revendications

L'apparition de différences dans le texte et l'image des Revendications et de l'Abrégé dépend du moment auquel le document est publié. Les textes des Revendications et de l'Abrégé sont affichés :

  • lorsque la demande peut être examinée par le public;
  • lorsque le brevet est émis (délivrance).
(12) Brevet: (11) CA 1314126
(21) Numéro de la demande: 1314126
(54) Titre français: MATERIEL POUR L'ASSEMBLAGE DE CONSTRUCTIONS LEGERES
(54) Titre anglais: ASSEMBLY KIT FOR CONSTRUCTING FRAME STRUCTURES
Statut: Périmé et au-delà du délai pour l’annulation
Données bibliographiques
(51) Classification internationale des brevets (CIB):
  • E04B 1/19 (2006.01)
  • E04B 1/58 (2006.01)
(72) Inventeurs :
  • STAEGER, JOHANNES ERNST OTTO (Allemagne)
(73) Titulaires :
  • OCTANORM-VERTRIEBS-GMBH FUR BAUELEMENTE
(71) Demandeurs :
  • OCTANORM-VERTRIEBS-GMBH FUR BAUELEMENTE (Allemagne)
(74) Agent: GOWLING WLG (CANADA) LLP
(74) Co-agent:
(45) Délivré: 1993-03-09
(22) Date de dépôt: 1989-01-09
Licence disponible: S.O.
Cédé au domaine public: S.O.
(25) Langue des documents déposés: Anglais

Traité de coopération en matière de brevets (PCT): Non

(30) Données de priorité de la demande:
Numéro de la demande Pays / territoire Date
P 38 00 547.6 (Allemagne) 1988-01-12
PCT/EP88/01029 (Office Européen des Brevets (OEB)) 1988-11-12

Abrégés

Abrégé anglais


ABSTRACT OF THE DISCLOSURE
Assembly kit for the construction of frame structures is disclosed suitable for the
construction of short-term structures, e.g. for fairs and exhibitions. In known frame
structures a connector element is used which is spherical in shape and in which slots
open to one end are provided in different locations of the outer surfaces. Into these
slots it is possible to insert the connector heads of struts which match the profile of the
groove located behind the slot. It is disadvantageous that with these types of design it is
only possible to use struts which are arranged at right angles to each other and also,
because of the bolting required, assembly of such structures is time consuming. In the
design according to the invention, therefore, the slots of the connector element open
into parallel oriented cylindric portions and the connector heads of the struts have the
shape of thickened sections formed by flattening the ends of the struts and matched to
the length and cross sectional dimensions of the cylindric portions. The advance in the
art is in simple assembly and in improved stability of the frame structure.

Revendications

Note : Les revendications sont présentées dans la langue officielle dans laquelle elles ont été soumises.


CLAIMS
1. Construction set for the erection of support structures,
comprising supporting rods and at least one connecting joint, said connecting joint
containing a plurality of mutually parallel slots open at one end for receiving, in a
positively locking manner, suspension heads of said rods which are wider than
said slots, said suspension heads being held in said slots by a disk covering said
one end of said slots, said slots opening into parallel and approximately
cylindrical chambers of said connecting joint, said chambers having equal lengths
corresponding to the lengths of said slots, said suspension heads being in the form
of thickenings corresponding to the length of said chambers and adapted in shapeto the cross-section of said chambers, and thickenings being located on flat
pressed ends of said supporting rods, said thickenings being in the form of
generally cylindrical beads, said chambers being dimensioned to form a clearancerelative to said beads to facilitate the insertion of said beads into said chambers
wherein said beads are formed by a rolling-in of the free ends of said flat pressed
ends of the supporting rods.
2. Construction set according to claim 1, wherein said beads
extend at an angle of 90 degrees relative to a longitudinal axis of respective ones
of said supporting rods.
3. Construction set according to claim 1, wherein said beads
extend at an angle other than 90 degrees relative to a longitudinal axis of
respective ones of said supporting rods.
4. Construction set according to claim 1, wherein said chambers
extend completely through said connecting joint, and first and second disks are
threadedly connected to respective ends of said connecting joint to close-off said
chambers.
5. Construction set according to claim 4, wherein each of said
disks includes a threaded post projecting from a center thereof and being
threadedly received in a threaded center hole of said connecting joint.

6. Construction set according to claim 1, wherein there are
eight of said chambers arranged symmetrically relative to a center axis of said
connecting joint.
7. Construction set according to claim 1, wherein there are two
of said connecting joints connected at respective ends of said supporting rods,
said chambers of each of said connecting joints being arranged on an imaginary
circle, the imaginary circle of one of said connecting joints being smaller thanthat of the other connecting joint.
8. A construction comprising supporting rods and connecting
joints connected to respective ends of said supporting rods, each of said
connecting joints containing a plurality of mutually parallel slots open at one end
for receiving, in a positively locking manner, suspension heads of said rods which
are wider than said slots, said suspension heads being held in said slots by a disk
covering said one end of said slots, said slots opening into parallel and
approximately cylindrical chambers of said connecting joint, said chambers having
equal diameters and equal lengths corresponding to the lengths of said slots, said
suspension heads being in the form of thickenings corresponding to the length ofsaid chambers and adapted in shape to the cross-section of said chambers, said
thickenings being located on flat pressed ends of said supporting rods, said
thickenings being in the form of generally cylindrical beads, said chambers being
dimensioned to form a clearance relative to said beads to facilitate the insertion
of said beads into said chambers, said chambers of each of said connecting joints
having their centers arranged on an imaginary circle, some of said rods and their
respective connecting joints being arranged in said construction to be loaded intension and others of said rods and their respective connecting joints being
arranged in said construction to be loaded in compression, the diameter of the
imaginary circle of said connecting joints loaded in tension being smaller than the
diameter of the imaginary circle of said connecting joints loaded in compressionto minimize sagging of said rods.

12
9. A construction according to claim 8, wherein the difference in
diameters between said smaller diameter circle and said larger diameter circle
being a function of said clearance.
10. A construction according to claim 8, wherein said beads are formed
by a rolling-in of free ends of said flat pressed ends of the supporting rods.
11. A construction according to claim 8, wherein said beads of some of
said rods extend at an angle of 90 degrees relative to a longitudinal axis of
respective ones of said supporting rods.
12. A construction according to claim 8, wherein said beads of some of
said rods extend at an angle other than 90 degrees relative to a longitudinal axis
of respective ones of said supporting rods.
13. A construction according to claim 8, wherein said chambers extend
completely through said connecting joint, and a second disk closes off the otherend of said slots, said disks being threadedly connected to said connecting joint.
14. A construction according to claim 6, wherein each of said disks
includes a threaded post projecting from a center thereof and being threadedly
received in a threaded center hole of said connecting joint.
15. A construction according to claim 1, wherein each of said
connecting joints has eight said chambers arranged symmetrically relative to a
center axis of said connecting joint.

Description

Note : Les descriptions sont présentées dans la langue officielle dans laquelle elles ont été soumises.


` 13141 26
-2-
The invention relates to an assembly kit for the construction of frame structures,
consisting of struts each having connector heads, one at each end thereof, and at least
one connector element which is provided with a plurality of slots arranged generally
parallel to each other and to a central axis of the connector, said slots being and open
5 at one end, each slot being complementary with one of said connector heads such that
the connector heads of the struts can be introduced in the respective slots.
A frame structure of the type mentioned above, which is used for the assembly
of scaffolding, is already known (DE-GM 83 30 969). This known type of assembly kit
consists of a spherical connector element having four external surfaces arranged at
10 angles of 90O to each other, and each outer surface is provided with a slot open to one
side, and each slot opens out in a T-shape towards the inside of the connector element.
Connector heads provided at each end of struts and adapted in shape to the profile of
the T-shaped groove can be fitted into these open slots. The connector element is
fitted with a central threaded section by means of which it can be fittea into tubular
15 struts which are in alignment with the thread, using bolts provided in the tubes. Once
the connector heads of the vertical struts have been inserted, a covering disc is
provided which, through an adaptor that simultaneously serves as an attachment aid to
- tighten the bolts, holds the connector heads firmly in place once the connector element
has been bolted to the associated vertical strut. Scaffolding built up in this way can
20 consist only of vertical and horizontal bars arranged at right angles to each other. The
assembly of such a scaffolding is time-consuming because of all the bolting that is
required. In addition, because of the large number of parts which are needed and have
to be fitted together, the overall structure is costly.
There is another type of known connector element for structures built up of
25 struts (DE-OS 24 57 674), and this permits the assembly of load-bearing frames for
scaffolding-type or skeleton-like structures consisting of struts which are arranged not
only at right angles but also at other angles to each other. In this type of structure, the
connector element consists of a hollow hemispherical unit in which slots are provided
running along great circles on the sphere, and into these slots it is possible to insert the
30 ends of struts and fasten them at various angles to each other using appropriate
threaded pins and nuts, or the ends of the struts themselves are threaded. Therefore,
when such connector elements are used it is possible to construct tetrahedral-shaped or
~;.'t; ~
.. . . , _ . .. . . _ _ .

1314126
-3-
also cube-shaped basic elements for frame structures which can be put together from
several such basic elements. However, in such a structure it is relatively difficult to
construct the necessary structural elements; assembly is complicated and it requires
that the interior of the hemisphere which serves as the cormector element either be
5 accessible to tighten the bolt heads or nuts, or that special steps be taken to prevent
twisting of the struts when these are fitted with bar-shaped heads which engage behind
the slots. The assembly of such a system is time-consuming and complicated because of
the bolting required for each individual strut.
In addition, there are also known arrangements (Deutsche Bauzeitung [German
10 Construction Journal], No. 3, 1967, p. æ6) in which flattened ends of tubular bars
made of aluminium or, for strength reasons, preferably of steel, are provided with
notches and pressed axially into corresponding slots on a connector element to give a
positive engagement. The assembly is complicated because of the clamp fit whichhas
to be achieved. Depending on the purpose of the structure, different extruded
15 connector elements and appropriate bars must be provided.
It is an object of the present invention to provide an assembly kit for
constructing frame structures which can be used in particular for erecting buildings at
trade fairs. The kit should be simple in concept and permit simple assembly and
disassembly of the frame structure while offering maximum possible stability, and the
20 struts should be connectable together at any angle, including at right angles.
In general terms, the present invention provides an assembly kit for the
construction of frarne structures, consisting of struts each having connector heads, one
at each end thereof, and at least one connector element which is provided with aplurality of slots arranged generally parallel to each other and to a central axis of the
25 connector, said slots being and open at one end, each slot being complementary with
- one of said connector heads such that the counector heads of the struts can be
introduced in the respective slots, the connector heads being wider than the slots
whereby they engage positively in the slots, said kit further comprising at least one disc
complementary with the connector element and adapted to close the open end of said
30 slots to hold, on assembly, the respective connector heads in place, each of said slots
being generally keyhole-shaped in cross section and including generally cylindrical
portion and a straight, narrow slot section extending generally parallel to the respective
cylindrical portion, the axes of the cylindrical portions being equidistantly spaced from
_

- 131~126
the longitudinal axis of the conne~tor, the connector heads being formed on flattened
ends of the struts as thickened sections having generally the same length as thegenerally cylindrical portions and being matched to the cross section of the cylindrical
portions for positive engagement therewith.
By adopting this measure, the ends of the struts can be inserted in a very simple
way into the cylindrical portions of the connector element to give a positive fit against
relatively large contact surfaces, thereby keeping the locally occurring forces as low as
possible. In this way it is possible to use materials of lower strength than is customarily
the case in frame systems both for the connector element and also for the struts,
10 without however impairing the stability of the structure.
It is advantageous when, in accordance with another feature of the present
invention, a bead is formed at the flattened ends of the tubular struts by rolling up the
free end. By following this procedure, the strut remains a one-piece construction
despite having a cylindrical end piece with connecting section. Assembly is made easier
15 by this feature, and also no problerns can occur at joints between the connecting
section and the strut itsel
According to a further feature of the invention, the struts can be laid out in
various planes from a common connector element, which makes it veTy simple to form
pyramidal or tetrahedral-shaped basic elements for the frame structure. In every20 instance, all that needs to be done is to take the beads formed by the rolled up free
ends of the flattened tubes and insert them into the cylindric portions of the connector
element, and then to secure them in these cylindric portions by bolting on a disc which
can be of extremely simple design.
In the system according to the invention, a relatively large amount of play is
25 permitted between the beads and the cylindric portions in order to permit the easy
manual engagement of the cylindrical beads in the corresponding cylindric portions.
However, in a frame structure, depending on the tensile or compressive forces present,
the tolerances present at all the joints, e.g. in an upper or lower chord, are cumulative
so that it is impossible to avoid sag occurring, regardless of the application of any
30 additional load.
In order to provide a remedy, the system according to the invention provides
two types of the connector element. These connectors are used at joints which are
exposed to tensile or compressive forces respectively in the frame structure. These so-
.~ .

1314126
called compression or tensile cormectors are designed in such a way that no tolerancescan build up at the side of the cylindric portions with which the beaded ends of the
struts are in contact. The sag in the frame structure caused by the tolerances can be
avoided in this way, although sufflcient play is provided to permit easy introduction of the cylindrical beads into the cylindric portions of the connector element.
An embodiment of the invention is depicted in the accompanying draw~ngs and
is described below. In the drawings:
Fig. 1 is a side view of a basic element for a frame structure composed of five
connector elements and eight struts,
10 Fig. 2 is a top view of the basic element shown in Fig. 1,
Fig. 3 a top view of one of the struts extending in the base plane of the basic element
shown in Fig. 1,
Fig. 4 is a side view of the strut illustrated in Fig. 3,
Fig. 5 is a top view of the one of the struts arranged in a diagonal plane of the basic
element illustrated in Fig. 1,
Fig. 6 is a side view of the strut shown in Fig. 5,
Fig. 7 a diagramrnatic, perspective partial view of the ends of two struts ready to
engage a connector element,
Fig. 8 a top view of the connector element shown in Fig. 7 with a tubular strut in
2~ place, and finally,
Fig. 9 the construction of a frame structure from an assembly kit according to the
invention using the basic elements illustrated in Figs. 1 and 2.
Figs. 1 and 2 show a basic element for the construction of a frame structure
which comprises an assembly kit according to the invention and which, as explained
25 with the aid of Fig. 9, can be combined with other similar basic elements to form a
frame structure. The basic element shown in Figs. 1 and 2 is made up of four struts 1.
in the embodiment shown, tubes, each having flattened ends or webs. The struts 1 are
arranged in the square base plane of a pyramid having four sides in the shape ofisosceles triangles. The ends of these struts are engaged in profile elements or sections
30 3 whose design is explained on the basis of Figs. 7 and 8. From these profile elements
3 arranged at the corners of the square, four struts 2 run diagonally upwards to the
rniddle of the pyramid in which a fifth profile element 3 is arranged with its central
axis 11 oriented perpendicular to the base of the pyramid. The struts 2 run at an angle
. .

1314126
-6-
~ of, for example, 37.5 o in the illustrated embodiment. The angle B in the top view in
Fig. 2 is 45 o.
Figs. 3 and 4 reveal that each of the struts consists of a tube whose two ends
have been flattened and the flattened ends or webs la merge into a connector head 7
5 formed by an approximately cylindrical bead 8 which are connected to the rest by
flattened intermediate portions. The axis 12 of each of the two beads 8 is
perpendicular to the axis 1' of the strut 1; With reference to FIGURE 8, the beads 8
are formed by rolling up the free end lb of the flattened ends or webs La of the tube
1. This has the advantage of permitting one-piece and simple manufacture of the tubes
10 1 including their connecting zones. However, it would also be possible to attach semi-
cylindrical strips of the same height as the flattened ends la by rivetting them to these
flattened ends 1a, or to provide hemispherical or oval protuberances on both sides in -
the flattened ends la so that an approximately circular cross section is formed when
viewed from the top as in Fig. 3, whereby a generally cylindric bead is formed which
15 can be inserted, in a manner still to be described, into cylindrical portions 6 in the
profile elements 3.
Figs. 5 and 6 show that the diagonally oriented tubular struts 2 are in principle
similarly formed. These tubular struts are also flattened at their ends, however in the
zones 2a which run at an angle ~ to the axis 2' of the tubular struts 2. As a result,
20 because here too the free ends are rolled up to form a generally cylindric beaded
section as in the case of tubular struts 1, beads 8' having an approximately cylindrical
shape whose axis also runs at an angle ~ to the axis 2' of the tubular struts 2 are
formed. As already mentioned, in the embodiment shown the angle ~ is 37.5 o.
As Figs. 7 and 8 show, in order to construct the basic elements shown in Figs. 125 and 2 and naturally also to attach further struts to a frame structure - it is merely
necessary to insert the beaded ends 8 of struts 1 or struts 2 into the cylindrical portions
6 in order to achieve a secure seating of the tubular struts 1 in the profiled section 3.
In the embodirnent illustrated, the profiled section 3 is formed as an elongatedprofiled element having an axial length 1I which corresponds to the height h of the
30 beads 8, 8' of the struts 1 and 2. In this drawn profiled section, which may for example
be made of aluminium, ~ are arranged around the periphery and these slots open into
associated cylindrical portions or bottom chambers 6 whose axes run parallel to the
other slots 4 and parallel to the axis 13 of the cylindrically formed profiled section 3.

1314126
-7-
Tbus, each slot 4 combines with a cylindrical portion to forrn a groove having akeyhole-shaped cross-section (Fig.8). The width of the slots 4, which lead outwards
from the cylindric portions 6, is somewhat greater than the width of the webs la of the
struts 1 or 2. The diameter of the cylindric portions 6 corresponds approximately to the
5 diameter of the beaded sections 8 or 8' which are formed by rolling up the free ends
lb of the webs la. In this way, despite a slight amount of play which makes it easy to
insert the beaded sections into the cylindric portions, a certain positive fit is obtained
once the beaded sections 8 or 8' have been inserted into the profiled section 3, and this
positive fit is sufficient to hold the struts 1 or 2 in the profiled section 3. The areas of
10 the beaded sections 8 or 8' which are in contact with and form a positive fit with the
surfaces of the cylindric portions 6 are relatively large. As a result, the surface pressure
can be kept relatively low. Therefore it is also possible to produce the struts 1 and 2
from aluminium. The frame structure manufactured from the assembly kit according to
tbe invention can therefore be of relatively lightweight design. This is, for example,
15 important when erecting structures for fairs and exbibitions where tbe individual parts
required for the structures have to be transported to the site before assembly and to
another site after disassembly. It is also easier to handle lightweight parts.
As Fig. 7 shows, the profiled section 3 is closed off on its underside by a cover,
in the embodiment shown, a disc Sa of the same diameter as the profiled section 3. At
20 the top it can be closed off by a further cover or disc S identical to the disc 5a when all
the beaded sections 8 or 8' of the struts 1 or 2 required for the assembly of the
structure have been inserted into the profiled section. For this purpose, the disc S is
provided with a rigidly attached bolt 2 which can be screwed into a corresponding
thread in a borehole 14 extending through the profiled section 3 in a coaxial
25 arrangement therewith. The disc 5 - and similarly disc 5a - is provided around its
periphery with a knurled surface lS so that it can be easily and rapidly screwed by
hand into the thread 10. A depression lC. which may also be in the form of a
hexagonal socket, is additionally provided for the engagement of a tool to firmly
tighten the disc.
As is clear on the basis of Figs. 1 and 2, a frame structure of the kind illustrated
in Fig. 9 can be constructed using the basic elements shown in Figs. 1 and 2; struts 1
forming the base area of the pyrarnid of the basic element are linked up in alignment
with the struts 1 of an adjacent pyramid, and the tips of the two adjacent pyrarnids can

1 2 ~
-8-
be joined by a linking piece 17, which in turn consists of a strut 1. For reasons of
clarity, however, instead of reference symbol 1 the reference symbol 17 has been used
in this case.
It is, of course, also possible to reinforce the base area of the pyramids, which
5 are used as basic elements according to Figs. 1 and 2, in such a way that additional,
shorter diagonal struts are provided, which in the top view shown in Fig. 2 are situated
beneath the upwards slanted struts 2 and whose length is equal to half the length of
the diagonal of the square base surface.
It is naturally also possible to construct other shapes instead of the pyramid-
10 shaped basic structural elements with a square base area. The eight cylindric portionsarranged in a rotationally syrnmetrical manner in the profile section 3 make it possible
to fit eight struts in a plane perpendicular to the axis of the profiled section 3 or also
at an angle ~, and this angle ~ can also be variable. However, it has been found that
an assembly kit made up of the t vo struts 1 and 2 according to Figs. 3 to 6 and also
lS the profiled section 3 having the discs 5, 5a, and possibly also with the diagonal bracing
referred to above, is sufficient to be able to construct all the frame structures which are
normally required.
As already mentioned, a certain amount of play is provided between the beaded
sections 8, 8' and the associated cylindric portions 6 so that it is an easy matter to
20 insert the beaded sections into the cylindric portions v~rithout the need for any tools.
However, the tolerances which must be provided for this purpose mean that a frame
structure of the kind illustrated in Fig. 9 will sag in the middle when it is set up on
columns S standing on the ground at the four corners of the structure and when, in
addition, it is exposed to a load acting in the direction of the arrow B. In the case of
25 long spans, this may give rise to a considerable degree of sag in the centre of the
structure, which depends on the length of the struts and the number of connectors used
in the embodiment shown seven arranged in the longitudinal direction -. This sag can
amount to several centimeters and under certain circumstances it may be visuallyperceivable.
In order to avoid such sagging, two different types of connector element can be
provided. Although these are in principle of identical structure, they differ from each
other with regard to the dimensions ,~ and D shown in Fig. 8. For example, in a frame
structure of the kind shown in Fig. 9 - a roof structure supported from below - so-
. . .

- 1314126
called tensile cormectors 3" and compression connectors 3' are provided and installed
either in the lower chord of the frame structure - i.e. tensile connectors 3" - or in the
upper chord - i.e. compression connectors 3'. It can be seen quite clearly that all the
compression connectors 3' in the frame structure in Fig. 9 are exposed to compressive
5 stress while the tensile connectors 3" are exposed to tensile stress.
The design of the tensile and compression connectors is such that in the case ofthe tensile connector 3" the dimension D and, given the same cylindric portion cross
section, the dimension ~, which is dependent thereon, is smaller by the sum of the
permissible tolerances between beaded sections 8, 8' and cylindric portions 6 than in
10 the case of a compression connector 3'. As a result, all the tolerances in the
compression cormector 3' are displace outwards, while in the case of the tensileconnector 3" on the other hand they are shihed towards the centre. This means that
virtually no tolerance-related sagging of the frame structure can occur.
In an example having a connector element of the type illustrated in Figs. 7 and
15 8, having an outer diameter of about 45 mm, the dimension D for the tensile connector
3" may for example be 31.5 rnm, while for the compression connector it is 33.5 mm.
Therefore, a diameter of approximately 9 mm was selected for the cylindric portions 6.
All the permissible tolerances in this case are about 1 mm per connector element the
play between each beaded end section and the cylindric portions is approx. 0.25 mm, so
20 that a difference of 2 mm arises for the diameter dimension D.
It goes without saying that other dimensional deviations and corresponding
differences in the dimension D for the compression and tensile connector elements are
possible.
Those skilled in the art wiil realize that further modifications of the
25 embodiment described above may exist which, while differing from the particular
embodiment, still fall within the scope of the present invention.
Accordingly, we wish to protect by letters patent document which may issue on
this application all such embodiments as properly fall within the scope of our
contribution to the art.

Dessin représentatif
Une figure unique qui représente un dessin illustrant l'invention.
États administratifs

2024-08-01 : Dans le cadre de la transition vers les Brevets de nouvelle génération (BNG), la base de données sur les brevets canadiens (BDBC) contient désormais un Historique d'événement plus détaillé, qui reproduit le Journal des événements de notre nouvelle solution interne.

Veuillez noter que les événements débutant par « Inactive : » se réfèrent à des événements qui ne sont plus utilisés dans notre nouvelle solution interne.

Pour une meilleure compréhension de l'état de la demande ou brevet qui figure sur cette page, la rubrique Mise en garde , et les descriptions de Brevet , Historique d'événement , Taxes périodiques et Historique des paiements devraient être consultées.

Historique d'événement

Description Date
Le délai pour l'annulation est expiré 2007-03-09
Inactive : CIB de MCD 2006-03-11
Lettre envoyée 2006-03-09
Accordé par délivrance 1993-03-09

Historique d'abandonnement

Il n'y a pas d'historique d'abandonnement

Historique des taxes

Type de taxes Anniversaire Échéance Date payée
TM (catégorie 1, 5e anniv.) - générale 1998-03-09 1998-01-22
TM (catégorie 1, 6e anniv.) - générale 1999-03-09 1999-01-22
TM (catégorie 1, 7e anniv.) - générale 2000-03-09 2000-01-24
TM (catégorie 1, 8e anniv.) - générale 2001-03-09 2001-01-15
TM (catégorie 1, 9e anniv.) - générale 2002-03-11 2002-02-19
TM (catégorie 1, 10e anniv.) - générale 2003-03-10 2003-02-25
TM (catégorie 1, 11e anniv.) - générale 2004-03-09 2004-02-17
TM (catégorie 1, 12e anniv.) - générale 2005-03-09 2005-02-22
Titulaires au dossier

Les titulaires actuels et antérieures au dossier sont affichés en ordre alphabétique.

Titulaires actuels au dossier
OCTANORM-VERTRIEBS-GMBH FUR BAUELEMENTE
Titulaires antérieures au dossier
JOHANNES ERNST OTTO STAEGER
Les propriétaires antérieurs qui ne figurent pas dans la liste des « Propriétaires au dossier » apparaîtront dans d'autres documents au dossier.
Documents

Pour visionner les fichiers sélectionnés, entrer le code reCAPTCHA :



Pour visualiser une image, cliquer sur un lien dans la colonne description du document. Pour télécharger l'image (les images), cliquer l'une ou plusieurs cases à cocher dans la première colonne et ensuite cliquer sur le bouton "Télécharger sélection en format PDF (archive Zip)" ou le bouton "Télécharger sélection (en un fichier PDF fusionné)".

Liste des documents de brevet publiés et non publiés sur la BDBC .

Si vous avez des difficultés à accéder au contenu, veuillez communiquer avec le Centre de services à la clientèle au 1-866-997-1936, ou envoyer un courriel au Centre de service à la clientèle de l'OPIC.


Description du
Document 
Date
(aaaa-mm-jj) 
Nombre de pages   Taille de l'image (Ko) 
Revendications 1993-11-30 3 111
Dessins 1993-11-30 4 63
Page couverture 1993-11-30 1 13
Abrégé 1993-11-30 1 24
Description 1993-11-30 8 395
Dessin représentatif 2002-02-14 1 9
Avis concernant la taxe de maintien 2006-05-04 1 172
Courtoisie - Lettre du bureau 1989-05-05 1 14
Courtoisie - Lettre du bureau 1990-01-16 1 16
Demande de l'examinateur 1992-02-18 1 57
Correspondance reliée au PCT 1989-03-31 1 24
Correspondance reliée au PCT 1989-11-07 1 26
Correspondance de la poursuite 1990-01-19 1 23
Correspondance reliée au PCT 1990-01-09 1 28
Correspondance reliée au PCT 1992-12-14 1 28
Correspondance de la poursuite 1992-08-17 1 39
Correspondance de la poursuite 1991-02-01 3 142
Taxes 2000-01-24 1 29
Taxes 1998-01-22 1 37
Taxes 1999-01-22 1 33
Taxes 2001-01-15 1 30
Taxes 1996-01-26 1 33
Taxes 1997-01-23 1 32
Taxes 1995-01-20 1 40